Achkari marg sarvemau (tiwari basti) tak interlocking nirman karya.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & embankment to be constructed from earth obtained by excavation vide all complete as per MoRD S.I.No. 3.5(ii)

Providing & laying in position cement concrete in 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R. (2023) CODE. 4.1.11

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203. MoRD Spec. 600 & 1200 II Chapter 11 SI.No. 11.5 (2)

Construction of granular sub-base by providing well graded material , spreading in uniform layers with moter graded on prepared surface ,mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achive the desired density, complete as per Technical Specification Clause. 401.

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled smooth roller 80-100 KN in stages to proper grade and camber applying and brooming requisite type of screening/binding materials to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause . MoRD Spec. 405 Chapter 4 SI.No. 4.7

Providing and Laying of interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause .MoRD Spec. 1504 Chapter 6 SI.No. 6.7

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). D.S.R. CODE. 4.1.3

Supply and Laying of R.C.C. Hume Pipes 350mm NP-3 including collrs/spigot & Socketted Type Joint,Conforming to BIS specification as per IS 458:2003

Supply and fixing of informatory M.S sign board, size 1.2X0.90m made of 18mm gauge M.S sheet fic in ISA 40X40X6mm, frame support in back side by 40X5mm flat iron on all four side along with to vertical post of2.90mt. Diagonal bracing of size 40x5mm fiat iron, electrically welded and painted with one coat red oxide primer and 2 coat superier quality enamel paint with lettering work of required specified information also I/c fixing in trench both side C.C. 1:2:4 size 0.45 x 0.45x0.50 m Required for proper complation of the work. Reference Specification S.I. No. 502